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HCM 6th AWSC Timing Plan: AM Peak <br /> 5: Pock Ln & Togninali Ln 05/03/2022 <br /> itersecti <br /> Intersection Delay,s/veh12.6 <br /> Intersection LOS B <br /> Movement EBL EBT EBR WBL WByWBR NBL NBT NBR SBL <br /> Lane Configurations '� " <br /> Traffic Vol,veh/h 68 1 63 77 5 122 29 0 109 31 <br /> Future Vol,veh/h 68 1 63 77 5 122 29 101 43 70 109 31 <br /> Peak Hour Faces 0.65 0.65 0.65 0.73 0.73 0.73 0.68 0.68 0.68 0.66 0.66 0.66 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> MvmtFlow�105 2 97 105 7 167 43 149 63 106 165 47 <br /> Number of Lanes 1 1 0 0 1 0 0 2 0 0 2 0 <br /> Appro Eb WB NB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes � 2 2 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes LeT 1 2 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Rig h 1 2 <br /> HCM Control Delay 11 15.3 11.3 12.3 <br /> B B <br /> NBLn1 NBLn2 EBLn1 EBLn2WBLnl SBLn1 SBLn2 <br /> Vol Left, % 36% 0% 100% 0% 38% 56% 0% <br /> Vol Thru,% 64% 54% 0% 2% 2% 44% 64% <br /> Vol Right,% 0% 46% 0% 98% 60% 0% 36% <br /> Sign Contr� Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 80 94 68 64 204 125 86 <br /> LT Vol 29 0 68 0 77 70 0 <br /> Through Vol 51 51 0 1 5 55 55 <br /> RT Vol jmm� 0 jjj§nfi �3 122 0 31 <br /> Lane Flow Rate 117 138 105 98 279 189 130 <br /> Geometry Grp W' 7 6 7 7 <br /> Degree of Util(X) 0.221 0.24 0.21 0.165 0.488 0.355 0.224 <br /> Departure He§ay(Hd) 6.795 6.28 7.236 6.025 6.283 6.778 6.232 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap � 525 568 493 591 570 528 573 <br /> Service Time 4.578 4.063 5.024 3.812 4.359 4.557 4.011 <br /> HCM Lane V/C Ratio 0.223 0.243 0.213 0.166 0.48; 3,58 0.227 <br /> HCM Control Delay 11.5 11.1 12 10 15.3 13.3 10.8 <br /> HCM Lane LOS B B B <br /> HCM 95th-tile Q 0.8 0.9 0.8 0.6 2.7 1.6 0.9 <br /> Pock Lane Residential TIS:Existing Conditions, 10/26/20217:00 am Synchro 11 Report <br /> TJKM Page 5 <br />